i3ct title sheet-default - south dakotar r r r r r r r r1 r install astm f436 heavy washers under...

000P-152, 000P-151, 000N-151 1 49

000P-152, 000P-151, 000N-151 2 49

000P-152, 000P-151, 000N-151 3 49

000P-151 000N-151 000P-152

I3CT I3CU I3CR

009E0010 Mobilization Lump Sum Lump Sum Lump Sum Lump Sum LS

250E0010 Incidental Work Lump Sum - - Lump Sum LS

634E0010 Flagging 40 10 10 60 Hour

634E0100 Traffic Control 289 669 238 1196 Unit

634E0120 Traffic Control, Miscellaneous Lump Sum Lump Sum Lump Sum Lump Sum LS

634E0420 Type C Advance Warning Arrow Panel 1 - - 1 Each

635E0045 Breakaway Base Luminaire Pole with Arm, 45' Mounting Height (8' Arm) 1 - - 1 Each

635E0150 Breakaway Base Luminaire Pole with Twin Arms, 50' Mounting Height (10' Arms) 1 - - 1 Each

635E3340 Roadway Luminaire, 400 Watt with Photoelectric Cell 3 - - 3 Each

635E5020 2' Diameter Footing 28 - - 28 Ft

635E7505 Remove and Reset Luminaire Pole 13 - 1 14 Each

635E7510 Remove and Reset Signal Pole 9 2 - 11 Each

635E9710 2/C #10 AWG Copper Pole and Bracket Cable 188 - - 188 Ft

900E2030 Miscellaneous Work 67 2 1 70 Site

ESTIMATE OF QUANTITIES

Standard Specifications for Roads & Bridges, 2004 Edition and Required Provisions, Supplemental Specifications and Special Provisions as included in the Proposal.

SPECIFICATIONS

TOTAL UNITBID ITEM NUMBER ITEM

PROJECT NUMBER AND PCN

000P-152, 000P-151, 000N-151 4 49

ENVIRONMENTAL COMMITMENTSENVIRONMENTAL COMMITMENTS

An Environmental Commitment is a measure that SDDOT commits to implement in order to avoid, minimize, and/or mitigate a real or potential environmental impact. Environmental commitments to various agencies and the public have been made to secure approval of this project. An agency mentioned below with permitting authority can influence a project if perceived environmental impacts have not been adequately addressed. Unless otherwise designated, the Contractor’s primary contact regarding matters associated with these commitments will be the Project Engineer. These environmental commitments are not subject to change without prior written approval from the SDDOT Environmental Office. The environmental commitments associated with this project are as follows:

COMMITMENT B2: WHOOPING CRANE

The Whooping Crane is a spring and fall migratory bird in South Dakota that is about 5 feet tall and typically stops on wetlands, rivers, and agricultural lands along their migration route. An adult Whooping Crane is white with a red crown and a long, dark, pointed bill. Immature Whooping Cranes are cinnamon brown. While in flight, their long necks are kept straight and their long dark legs trail behind. Adult Whooping Cranes' black wing tips are visible during flight.

Action Taken/Required:

Harassment or other measures to cause the Whooping Crane to leave the site is a violation of the Endangered Species Act. If a Whooping Crane is sighted roosting in the vicinity of the project, borrow pit, or staging site associated with the project, cease construction activities in the affected area until the Whooping Crane departs and contact the Project Engineer. The Project Engineer will contact the Environmental Office so that the sighting can be reported to USFWS.

COMMITMENT E: STORM WATER

Construction activities constitute less than 1 acre of disturbance.


At a minimum and regardless of project size, appropriate erosion and sediment control measures must be installed to control the discharge of pollutants from the construction site.

COMMITMENT H: WASTE DISPOSAL SITE

The Contractor shall furnish a site(s) for the disposal of construction and/or demolition debris generated by this project.


Construction and/or demolition debris may not be disposed of within the State ROW.

The waste disposal site(s) shall be managed and reclaimed in accordance with the following from the General Permit for Highway, Road, and Railway Construction/Demolition Debris Disposal Under the South Dakota Waste Management Program issued by the Department of Environment and Natural Resources.

The waste disposal site(s) shall not be located in a wetland, within 200 feet of surface water, or in an area that adversely affects wildlife, recreation, aesthetic value of an area, or any threatened or endangered species, as approved by the Project Engineer.

If the waste disposal site(s) is located such that it is within view of any ROW, the following additional requirements shall apply:

1. Construction and/or demolition debris consisting of concrete, asphalt concrete, or other similar materials shall be buried in a trench completely separate from wood debris. The final cover over the construction and/or demolition debris shall consist of a minimum of 1 foot of soil capable of supporting vegetation. Waste disposal sites provided outside of the State ROW shall be seeded in accordance with Natural Resources Conservation Service recommendations. The seeding recommendations may be obtained through the appropriate County NRCS Office. The Contractor shall control the access to waste disposal sites not within the State ROW through the use of fences, gates, and placement of a sign or signs at the entrance to the site stating “No Dumping Allowed”.

2. Concrete and asphalt concrete debris may be stockpiled within view of the ROW for a period of time not to exceed the duration of the project. Prior to project completion, the waste shall be removed from view of the ROW or buried and the waste disposal site reclaimed as noted above.

The above requirements will not apply to waste disposal sites that are covered by an individual solid waste permit as specified in SDCL 34A-6-58, SDCL 34A-6-1.13, and ARSD 74:27:10:06.

Failure to comply with the requirements stated above may result in civil penalties in accordance with South Dakota Solid Waste Law, SDCL 34A-6-1.31.

All costs associated with furnishing waste disposal site(s), disposing of waste, maintaining control of access (fence, gates, and signs), and reclamation of the waste disposal site(s) shall be incidental to the various contract items.

COMMITMENT I: HISTORICAL PRESERVATION OFFICE CLEARANCES

The SDDOT has obtained concurrence with the State Historical Preservation Office (SHPO or THPO) for all work included within the project limits and all designated option borrow sites provided within the plans.


All earth disturbing activities not designated within the plans require review of cultural resources impacts. This work includes, but is not limited to: staging areas, borrow sites, waste disposal sites, and all material processing sites.

The Contractor shall arrange and pay for a cultural resource survey and/or records search. The Contractor has the option to contact the state Archaeological Research Center (ARC) at 605-394-1936 or another qualified archaeologist, to obtain either a records search or a cultural resources survey. A record search might be sufficient for review; however, a cultural resources survey may need to be conducted by a qualified archaeologist.

The Contractor shall provide ARC with the following: a topographical map or aerial view on which the site is clearly outlined, site dimensions, project number, and PCN. If applicable, provide evidence that the site has been previously disturbed by farming, mining, or construction activities with a landowner statement that artifacts have not been found on the site.

The Contractor shall submit the records search or cultural resources survey report and if the location of the site is within the current geographical or historic boundaries of any South Dakota reservation to SDDOT Environmental Engineer, 700 East Broadway Avenue, Pierre, SD 57501-2586 (605-773-3180). SDDOT will submit the information to the appropriate SHPO/THPO. Allow 30Days from the date this information is submitted to the Environmental Engineer for SHPO/THPO review.

If evidence for cultural resources is uncovered during project construction activities, then such activities shall cease and the Project Engineer shall be immediately notified. The Project Engineer will contact the SDDOT Environmental Engineer in order to determine an appropriate course of action.

SHPO/THPO review does not relieve the Contractor of the responsibility for obtaining any additional permits and clearances for staging areas, borrow sites, waste disposal sites, or material processing sites that affect wetlands, threatened and endangered species, or waterways. The Contractor shall provide the required permits and clearances to the Project Engineer at the preconstruction meeting.

000P-152, 000P-151, 000N-151 5 49

INCIDENTALWORK

Reshape soilaround thebase of the

luminaire pole(Site)

Replace bolt atluminaireextension

connection topole(Site)

Install bolt, nutand/or washer

(Site)

Tighten boltand/or nut

(Site)

L26425001 Mina US 12US 12 & 371 Ave

Junction near Mina1 1 Tighten all anchor rod nuts.

Total for Mina 0 0 0 0 0 1 0 0

TABLE OF LUMINAIRE/SIGNAL REPAIR AT RURAL INTERSECTIONS ALONG US 12, Project Number 000P 152, PCN i3cr

BreakawayBase LuminairePole with One

8' Arm, 45'Mounting

Height(Each)

2/C #10 AWGCopper Poleand Bracket

Cable(Ft)

Remove andReset Signal

Pole(Each) Repair CommentsStruc # Location Description

2' DiameterFooting

(Ft)

BreakawayBase LuminairePole with Twin10' Arms, 50'

MountingHeight(Each)HwyCity

RoadwayLuminaire 400

Watt withPhoto electric

Cell(Each)

Remove andReset

Luminaire Pole(Each)

Luminaire Pole Manufacturer: Millerbernd Manufacturing Co.Original Construction Project Number: 0122 151, PCN 10BN

Original Millerbernd Drawing No: 30B559, 30B511, TB1 17,Original Luminaire Pole Finish: Hot Dip Galvanized

Struc#: L264250011

Struc # L26425001 on US 12 is Project No. 000P 152, PCN i3cR

MISCELLANEOUS WORK

000P-152, 000P-151, 000N-151 6 49

INCIDENTALWORK






(Site)


(Site)

L03332002 Aberdeen US 281

Intersection Lightingat US 281 and

Melgaard Rd inAberdeen

10 1 Replace Pole Footing and Reset Luminaire


Intersection Lightingat US 281 and

Melgaard Rd inAberdeen


L03475026 Aberdeen US 281US 281 between

15th & 24th Ave NW130 2 1 Replace with new Pole and Luminaire.

T03000068 Aberdeen US 281Intersection of US281 and Old 281 in

Aberdeen1 1 Install ASTM F436 Heavy Washers under anchor rod nuts.






US 12 fromCentennial St to

Brown County 19 inAberdeen


T03000001 Aberdeen US 281Intersection of US 12

and US 2811 1 Install ASTM F436 Heavy Washers under anchor rod nuts.








and S 5th St1 Install ASTM F436 Heavy Washers under anchor rod nuts.








and S 2nd St1 Install ASTM F436 Heavy Washers under anchor rod nuts.



TABLE OF LUMINAIRE/SIGNAL REPAIR IN THE CITY OF ABERDEEN, Project No. 000P 151, PCN I3CT

City

2' DiameterFooting

(ft)Hwy Location Description



Cell(Each)

Remove andReset



MountingHeight(Each)


8' Arm, 45'Mounting

Height(Each)

Struc # L03332002 thru L03475026 & Struc # T03000068 thru T03000071 on US 281 are Project No. 000P 151, PCN i3ct

Struc # L033310016 & T03000002 thru T03000058 on US 12 are Project No. 000P 151, PCN I3CT

Struc #


Cable(Ft)


Pole(Each)

MISCELLANEOUS WORK

Repair Comments

000P-152, 000P-151, 000N-151 7 49

INCIDENTALWORK






(Site)


(Site)


City

2' DiameterFooting




Cell(Each)

Remove andReset





8' Arm, 45'Mounting

Height(Each)Struc #


Cable(Ft)


Pole(Each)

MISCELLANEOUS WORK

Repair Comments






and S 1st St1 Install ASTM F436 Heavy Washers under anchor rod nuts.






and S Main St1 Install ASTM F436 Heavy Washers under anchor rod nuts.






and S Lincoln St1 Install ASTM F436 Heavy Washers under anchor rod nuts.





T03000029 Aberdeen US 12Intersection of US 12and S Washington St

1 Install ASTM F436 Heavy Washers under anchor rod nuts.








and S Kline St1 Install ASTM F436 Heavy Washers under anchor rod nuts.








and S State St1 Install ASTM F436 Heavy Washers under anchor rod nuts.





000P-152, 000P-151, 000N-151 8 49

INCIDENTALWORK






(Site)


(Site)


City

2' DiameterFooting




Cell(Each)

Remove andReset





8' Arm, 45'Mounting

Height(Each)Struc #


Cable(Ft)


Pole(Each)

MISCELLANEOUS WORK

Repair Comments




and S Dakota St1 Install ASTM F436 Heavy Washers under anchor rod nuts.








and S Harrison St1 Install ASTM F436 Heavy Washers under anchor rod nuts.








and S Lawson St1

Repair Luminaire pole to signal pole connection so all boltsand nuts are fully engaged.


and S Lawson St1

Repair Luminaire pole to signal pole connection so all boltsand nuts are fully engaged.


and S Roosevelt St1 Install ASTM F436 Heavy Washers under anchor rod nuts.


and S Roosevelt St1 Install ASTM F436 Heavy Washers under anchor rod nuts.


and S Roosevelt St1 1

Repair Luminaire pole to signal pole connection so all boltsand nuts are fully engaged. Tighten remaining bolts andnuts at the luminaire pole to base pole connection. Tightenleveling nut.


and S Roosevelt St1 1 1

Repair Luminaire pole to signal pole connection so all boltsand nuts are fully engaged. Tighten remaining bolts andnuts at the luminaire pole to base pole connection. Tightenleveling nut. Install ASTM F436 Heavy Washers under anchorrod nuts.


and S Lamont St1 Install ASTM F436 Heavy Washers under anchor rod nuts.


and S Lamont St1 Install ASTM F436 Heavy Washers under anchor rod nuts.

28 130 2 1 0 3 7 0TOTAL FOR ABERDEEN 55

000P-152, 000P-151, 000N-151 9 49

INCIDENTALWORK






(Site)


(Site)


City

2' DiameterFooting




Cell(Each)

Remove andReset





8' Arm, 45'Mounting

Height(Each)Struc #


Cable(Ft)


Pole(Each)

MISCELLANEOUS WORK

Repair CommentsStruc # L03331016 US 12

Struc # L03332002 thu L03332004 on US 281

Struc # L03475026 on US 281 Acceptable LuminairesHubbell: Test No. HP03019.IES High Pressure Sodium,Medium, semi cutoff, Type IIICooper Lighting: Test No. OVY4S3E.IES High PressureSodium, Medium, semi cutoff, Type III

Struc # T30000002 thru T3000004 US 12

Struc # T03000005 thru T03000008 US 12

Struc # TT03000009 thru T03000048 US 12

Struc # T30000050 thru T3000051 US 12

Struc # T30000052 thru T3000055 US 12

Struc # T03000056 thru T03000058 US 12

Struc # T30000068 thru T3000071 US 12

Original Construction Project Number: NH PH 0012(89)289, PCN 5946 Original Luminaire Pole Finish: Hot Dip Galvanized

Luminaire Pole Manufacturer: Millerbernd Manufacturing Co.Original Construction Project Number: PH 0012(88)290, PCN 6144

Original Millerbernd Drawing No: 320B425, 320B426, 320B434 320B437,460B110 KHDHR(SD), JHDHR(SD), JTHDHR(SD)Original Luminaire Pole Finish: Hot Dip Galvanized

Luminaire Pole Manufacturer: Millerbernd Manufacturing Co.Original Construction Project Number: NH 0012(38)289, PCN 0569

Original Millerbernd Drawing No: 320B426, 320B425, 360B182, JHDHR(SD), TB3 17", 460B110, 10B14, 10B337Original Luminaire Pole Finish: Hot Dip Galvanized

Luminaire Pole Manufacturer: Millerbernd Manufacturing Co. Original Millerbernd Drawing No: N/A


Original Millerbernd Drawing No: 30B380, 10B245, 10B14, 320B337, 460B110, 390C64, TB3 17Original Luminaire Pole Finish: Hot Dip Galvanized

Luminaire Pole Manufacturer: Millerbernd Manufacturing Co.

Original Construction Project Number: PH 0281(66)197, PCN 6529

Original Millerbernd Drawing No: 320B425, 320B426, 320B434 320B437,460B110 KHDHR(SD), JHDHR(SD), JTHDHR(SD)

Original Luminaire Pole Finish: Hot Dip Galvanized

Luminaire Pole Manufacturer: Millerbernd Manufacturing Co.Original Construction Project Number: PH 227(2), PCN 5678

Luminaire Pole Manufacturer:Original Construction Project Number: PH 0012(00)292, PCN 570H


Original Millerbernd Drawing No: 320B425, 320B426, 320B434 320B437,460B110 KHDHR(SD), JHDHR(SD), JTHDHR(SD)Original Luminaire Pole Finish: Hot Dip Galvanized

Original Millerbernd Drawing No:Original Luminaire Pole Finish: Hot Dip Galvanized

Original Millerbernd Drawing No: 30B380, 10B245, 10B14, 320B337, 460B110, 390C64, TB3 17Original Luminaire Pole Finish: Hot Dip Galvanized

Original Millerbernd Drawing Numbers: 460A12, 480A28, 480A34, 30B277, 30B278, 480B48 & 480B18Original Luminaire Pole Finish: Hot Dip Galvanized

Luminaire Pole Manufacturer: Millerbernd Manufacturing Co.Original Construction Project Number: HES 0281(00)1931, PCN 081W

Luminaire Pole Manufacturer: Valmont IndustriesOriginal Construction Project Number: F 0012(73)291, PCN 118W

Original Valmont Drawing No: BSD46098Original Luminaire Pole Finish: Hot Dip Galvanized

000P-152, 000P-151, 000N-151 10 49

INCIDENTALWORK






(Site)


(Site)

T03000084 Groton US 12Intersection of US 12

and SD 37 1 1 Install ASTM F436 Heavy Washers under anchor rod nuts.

T03000085 Groton US 12Intersection of US 12

and SD 37 1 1 Install ASTM F436 Heavy Washers under anchor rod nuts.TOTAL FOR GROTON 0 0 0 0 0 0 2 0

Struc # T03000084 thu T03000085

MISCELLANEOUS WORK

2' DiameterFooting

(Ft)



2

Luminaire Pole Manufacturer: Millerbernd Manufacturing Co.Original Construction Project Number: HES 0012(00)309, PCN 008Y

TABLE OF LUMINAIRE/SIGNAL REPAIR IN THE CITY OF GROTON, Project No. 000P 151, PCN i3ct


Cable(Ft)



Cell(Each)


8' Arm, 45'Mounting

Height(Each)City

Remove andReset

Luminaire Pole(Each)Struc # Hwy Location Description Repair Comments

Original Drawing No: N/AOriginal Luminaire Pole Finish: Hot Dip Galvanized

Struc # T03000084 thru T03000085 on US 12 are Project No. 000P 151, PCN i3ct


Pole(Each)

000P-152, 000P-151, 000N-151 11 49

INCIDENTALWORK






(Site)


(Site)

L22435031 Webster US 12US 12 through

Webster 58 1 1Replace with new Pole & Luminaire to fit existing anchorblot pattern.

0 58 1 0 1 0 0 0

T22000001 Webster SD 25

Traffic signals atintersection of SD 25

and 8th Ave1 1

Install ASTM F436 Heavy Washers under anchor rod nuts.

T22000003 Webster SD 25

Traffic signals atintersection of SD 25

and 8th Ave1 1

Install ASTM F436 Heavy Washers under anchor rod nuts.0 0 0 0 0 0 2 00 58 1 0 1 0 2 0

Struc # L22435031 Acceptable LuminairesHubbell: Test No. HP03019.IES High Pressure Sodium,Medium, semi cutoff, Type IIICooper Lighting: Test No. OVY4S3E.IES High PressureSodium, Medium, semi cutoff, Type III

Struc # T22000001 thu T22000003

Original Construction Project Number: P0025(21)180, PCN 3241Original Millerbernd Drawing No: N/AOriginal Luminaire Pole Finish: Hot Dip Galvanized


2' DiameterFooting

(Ft) Repair Comments

Struc # L22435031 on US 12 is Project No. 000P 151, PCN i3ct

Struc # T2200001 thru T2200003 on SD 25 are Project No. 000P 151, PCN i3cu



Cell(Each)


MountingHeight(Each)Hwy Location Description


Original Construction Project Number: NH 0012(47)341, PCN 5851

Original Millerbernd Drawing No: 30B368, 30B469, TB1 17, 460B110

Original Luminaire Pole Finish: Hot Dip Galvanized

TABLE OF LUMINAIRE/SIGNAL REPAIR IN THE COMMUNITY OF WESTER, Project No. 000N 151, PCN i3ct

2TOTAL FOR WEBSTERTOTAL FOR PCN i3cu

TOTAL FOR PCN i3ct 0

2

Struc # City

Remove andReset



Pole(Each)


8' Arm, 45'Mounting

Height(Each)

MISCELLANEOUS WORK


Cable(Ft)

000P-152, 000P-151, 000N-151 12 49

INCIDENTALWORK






(Site)


(Site)

L22479002 Waubay US 12

Lighting on US 12and the intersection

of US 12 & 446thAve in Waubay

1 1 Tighten anchor rod nuts.




1 1 1Tighten anchor rod nuts. Reshape soil around the footing toensure no more that 2" of the anchor rod is exposed.




1 1 1Tighten anchor rod nuts. Reshape soil around the footing toensure no more that 2" of the footing is exposed.




1 1 1Tighten anchor rod nuts. Reshape soil around the footing toensure no more that 2" of the anchor rod is exposed.








1 1 Tighten anchor rod nut.













TABLE OF LUMINAIRE/SIGNAL REPAIR IN THE CITY OF WAUBAY, Project No. 000P 151, PCN i3ct

2' DiameterFooting

(Ft)


Pole(Each)Struc # Hwy Location DescriptionCity

Remove andReset


MISCELLANEOUS WORK

Repair Comments


8' Arm, 45'Mounting

Height(Each)





Cell(Each)


Cable(Ft)

Struc # L22479002 thru L22479031 on US 12 are Project No. 000P 151, PCN i3ct

000P-152, 000P-151, 000N-151 13 49

INCIDENTALWORK






(Site)


(Site)

TABLE OF LUMINAIRE/SIGNAL REPAIR IN THE CITY OF WAUBAY, Project No. 000P 151, PCN i3ct

2' DiameterFooting

(Ft)


Pole(Each)Struc # Hwy Location DescriptionCity

Remove andReset


MISCELLANEOUS WORK

Repair Comments


8' Arm, 45'Mounting

Height(Each)





Cell(Each)


Cable(Ft)





0 0 0 0 0 10 0 3

Original Construction Project Number: NH 0012(130)352, PCN 00T5 Original Luminaire Pole Finish: Hot Dip Galvanized

Struc#: L22479002 thu L22479031Luminaire Pole Manufacturer: Millerbernd Manufacturing Co.

10TOTAL FOR CITY OF WAUBAY

Original Millerbernd Drawing No: 10B283, 10B351, 460B110, TB1 17, 10B14

000P-152, 000P-151, 000N-151 14 49

INCIDENTALWORK




connection topole (Site)


(Site)


(Site)000P 151, PCN i3ct Aberdeen US12 & US281 28 130 2 1 3 7000P 151, PCN i3ct Groton US12 2000P 152, PCN i3cr Mina US12 1000P 151, PCN i3ct Waubay US12 10 3000N 151, PCN i3cu000P 151, PCN i3ct

Webster US12 & SD2558 1 1 2

28 188 3 1 1 14 11 3

INCIDENTALWORK




connection topole (Site)


(Site)


(Site)000P 152, PCN i3cr Mina US 12 1

000P 151, PCN i3ct

Aberdeen,Groton,Waubay,Webster

US 12 28 188 3 1 1 13 9 3

000N 151, PCN i3cu Webster US12 & US281 228 188 3 1 1 14 11 3

TOTAL TABLE OF LUMINAIRE/SIGNAL REPAIR BY CITY

TOTAL TABLE OF LUMINAIRE/SIGNAL REPAIR BY PROJECT NUMBER



Cell(Each)

21

10

270

City

MISCELLANEOUS WORK

Total


Cable(Ft)


Cable(Ft)

55


8' Arm, 45'Mounting

Height(Each)


Pole(Each)Project Number Hwy

2' DiameterFooting

(Ft)



Cell(Each)



Remove andReset


Total

City


Pole(Each)Project Number Hwy

2' DiameterFooting

(Ft)1

MISCELLANEOUS WORK

270




8' Arm, 45'Mounting

Height(Each)

Remove andReset


67

000P-152, 000P-151, 000N-151 15 49

SCOPE OF WORK

Work on this project involves a wide range of repairs to various types of luminaire and signal poles. Several new luminaire poles with luminaire heads are to be furnished and installed on this project.

SEQUENCE OF OPERATIONS

The Contractor shall complete all work within a city or rural intersection before beginning work at another location.

Luminaire poles and luminaire heads shall remain in service during hours of darkness. Necessary repairs shall not take the luminaire out of service during the nighttime hours.

Repairs to signal poles shall be accomplished during non-peak hours of 7 PM to6 AM if the repairs require the traffic signal to be taken out of service. If a lane closure is required on US 12 in Aberdeen, work shall also be done during non-peak hours.

GENERAL NOTES

The Contractor shall adequately support the luminaire poles/mast arms and the signal poles/mast arms during the repair process. Any damage caused to the poles, mast arms, pole bases, or any other component of the luminaire andsignals shall be repaired or replaced by the Contractor at his expense. The Engineer shall have final approval of any repairs or replacements that are required.

ORIGINAL SHOP PLANS

The SDDOT has the original shop plans for the luminaire poles on file. The SDDOT will make these original shop plans available to the successful Contractor upon award of the project. These original shop plans will also be made available, upon request to Aberdeen Area Engineer Phil Dwight, to any bidders on this project. Please submit requests for original shop plans to [email protected]. Original shop plans will be provided in PDF format.

REPLACEMENT PARTS

All replacement parts on this contract shall be obtained from the company that furnished the original luminaire components, with the exception of the roadway luminaire head. Replacement bolts, nuts and washers shall be approved by the pole manufacturer.

In any case where any bolt/nut/washer assembly is disassembled a completely new assembly shall be furnished and installed. The exception for this case shall be of any anchor bolts/nut/washer assemblies, in this case only nut/washer assemblies shall be new. Contractor shall take caution when removing any nuts for all anchor assemblies so as to ensure the anchor rod is not damaged in any way, this may mean that the nuts will have to cut to be removed.

Contractor shall tighten all bolt/nut/washer assemblies according to themanufactures suggested installations. Replacement parts shall have the same protective coating as the original components and shall be lubricated with bees wax just before installation.

The Contractor shall be responsible for furnishing certification for replacement parts per the SDDOT Materials Manual.ORIGINAL LUMINAIRE POLE SUPPLIER CONTACT INFORMATION

SUPPLIERValmont Industries, Inc.http://www.valmont.com/valmont/products/pole-structuresOne Valmont PlazaOmaha, Nebraska 68154-5215402-963-1000Fax: 402-963-1198

SUPPLIER Millerbernd Manufacturing Company

http://www.millerberndmfg.com/steel_lighting_poles/Steve KlobeRegional Manager ND,SD & MNInside SalesCustomer [email protected]

UTILITIES

Utilities are not planned to be affected on this project. If utilities are identified near the improvement area through the SD One Call Process as required by South Dakota Codified Law 49-7A and Administrative Rule Article 20:25, the Contractor shall contact the Project Engineer to determine modifications that will be necessary to avoid utility impacts.

TRAFFIC CONTROL

Traffic control shall be per the standard plates included in this set of plans. Flaggers shall be utilized as necessary. A lane closure shall be in place if any activity impacts a lane of traffic. All lanes should be open to traffic during non-working hours.

Removing, relocating, covering, salvaging and resetting of existing traffic control devices, including delineation, shall be the responsibility of the Contractor. Cost of this work shall be incidental to the various contract items unless otherwise specified in the plans. Delineators and signs damaged or lost shall be replaced by the Contractor at no cost to the State.

Storage of vehicles and equipment shall be as near the right-of-way line as possible. Contractor’s employees should mobilize at a location off the right-of-way and arrive at the work sites in a minimum number of vehicles necessary to perform the work. Indiscriminate driving and parking of vehicles within the right-of-way will not be permitted. Any damage to the vegetation, surfacing, embankment, delineators and existing signs resulting from such indiscriminate use shall be repaired and/or restored by the Contractor, at no expense to the State, and to the satisfaction of the Engineer.

Work activities during non-daylight hours are subject to prior approval with the exception of work on traffic signal poles which is required to be done during off-hours.

Work zones for luminaire repair shall not exceed 1500’ (4 blocks) in length without prior approval from the Engineer.

Traffic approaching the project from intersecting roadways, streets, and approaches must be adequately accommodated. Major intersections or large commercial entrances may require additional signing, flaggers, and channelizing devices on a temporary basis until work activities pass these areas.

The bottom of signs on portable or temporary supports shall not be less than seven feet above the pavement in urban areas and one foot above the pavement in rural areas. Portable sign supports may be used as long as theduration is less than 3 days. If the duration is more than 3 days the signs shall be on fixed location, ground mounted, breakaway supports.

The Contractor shall provide documentation that all breakaway sign supports comply with FHWA NCHRP Report 350 or MASH crash-worthy requirements.The Contractor shall provide installation details at the preconstruction meeting for all breakaway sign support assemblies.

The Contractor shall accommodate pedestrian traffic, including those withdisabilities. Bicycle traffic shall also be accommodated. If work shall impact the sidewalks the Contractor shall accommodate pedestrian traffic while repair work is underway with manned crossing assistance (crossing guards) combined with an accessible path.

Traffic Control units, as shown in the Estimate of Quantities, are estimates.Contractor’s operation may require adjustments in quantities, either more or less.Payment will be for those signs actually ordered by the Engineer and used.

When performing work at the intersection of US Highway 12 and US Highway 281and also the intersection of US Highway 281 and 5th Ave NW (Old US Highway 281) in Aberdeen, SD the traffic signals shall be set to all red flash and the intersection shall be controlled by the use of 48” Stop signs on all legs of the intersection. Advance warning stop ahead (symbol) signs shall be placed where the existing signal head (symbol) signs are located. The signal head (symbol) signs shall be covered while lights are set to flash.

INCIDENTAL WORK (RESHAPE SOIL AROUND LUMINAIRE POLE BASE)

The Tables of Luminaire/Signal Repair indicate the luminaire poles which require the soil around the base of the pole to be reshaped. The Contractor shall grade the soil around the base of the pole such that the top of the soil elevation is equal to the top of the concrete pole footing elevation and the slope approach the base is less than 6:1.

At those locations where there is positive drainage away from the pole base, the excavation shall extend out from the center of the pole for a 3’ radius. At those locations where it is not possible to create positive drainage away from the pole base, the excavation shall extend out from the center of the pole for a 5’ radius. The 5’ radius excavation shall be done such that the drainage shall be away from the base of the pole.

The final excavation shall not leave any situation which may be a hazard. The final surface shall be easily traversable and maintainable.

000P-152, 000P-151, 000N-151 16 49

INCIDENTAL WORK (RESHAPE SOIL AROUND LUMINAIRE POLE BASE) CONTINUED

3” of Topsoil shall be placed on the area if the excavation exposes soils that are not capable of supporting grasses.

In rural areas the disturbed locations shall be seeded with a Type C Permanent Seed Mixture.

All permanent seed shall be planted in the topsoil at a depth of ¼” to ½”.

All seed broadcast must be raked or dragged in (incorporated) within the top ¼” to ½” of topsoil when possible. This requirement may be waived by the Engineer during construction when raking or dragging is deemed not feasible by conventional methods.

Type C Permanent Seed Mixture shall consist of the following:

Grass Species VarietyPure Live Seed (PLS) (Pounds/1000 SqFt))

Western Wheatgrass Flintlock, Rodan, Rosana 0.4Canada Wildrye Mandan 0.1

Total: 0.5

All costs associated with excavation including disposal of excavated material, Mycorrhizal inoculum, and seeding shall be incidental to the contract lump sum price for INCIDENTAL WORK.

REMOVE AND RESET LUMINAIRE POLE

If repair work requires the removal of the luminaire pole from the pole base, the contract item REMOVE AND RESET LUMINAIRE POLE shall be paid to the Contractor in addition to any of the other contract items such as MISCELLANEOUS WORK. The Engineer shall have final authority as to when the contract item Remove and Reset Pole is paid for. Removal of the luminaire pole to make repairs to the pole or replace parts on the pole generally will not constitute for payment of the contract item Remove and Reset Pole as this work does not require removal of the pole from the pole base.

REMOVE AND RESET SIGNAL POLE

If repair work requires the removal of the luminaire pole from the pole base, the contract item REMOVE AND RESET SIGNAL POLE shall be paid to the Contractor in addition to any of the other contract items such as MISCELLANEOUS WORK. The Engineer shall have final authority as to when the contract item Remove and Reset Pole is paid for. Removal of the luminaire pole to make repairs to the pole or replace parts on the pole generally will not constitute for payment of the contract item Remove and Reset Pole as this work does not require removal of the pole from the pole base.

POLES

New luminaire poles and mast arms shall match (in appearance) the pole that is being replaced. The base of the luminaire pole shall also match the in place pole base that is being replaced.

New poles shall be galvanized steel. Galvanizing shall be in accordance with AASHTO Specification M111 (ASTM A123). Steel pole material shall be in accordance with ASTM A36, A242, A570, A572, A607 or A595 Grade A or B. A595 material shall be limited to a 3/8 inch maximum thickness. Steel pole material with a thickness of 1/2 inch to 2 inches, shall satisfy Charpy V-Notch toughness test requirements of 15 ft. lb. at 40 degrees F. The SDDOT Office of Bridge Design shall be contacted for Charpy impact requirements for steel pole material thickness greater than 2 inches.

The steel pole-to-base-plate connection shall be a full-penetration groove-welded connection with a backing ring as described in Table 11.9.3.1-1, Description 4.5 of the current edition of the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals.

The Tables of Luminaire/Signal Repair indicate the mounting height and the length of the mast arm on the luminaire poles.

All costs associated with removal and disposal of the existing luminaire pole shall be incidental to the contract unit price per each for the new luminaire pole.

SHOP DRAWING AND CATALOG CUTS SUBMITTALS

The Contractor shall submit shop drawings and catalog cuts in accordance with Section 985 of the Standard Specifications or in Adobe PDF format.

Adobe PDF submittals shall be sent to the following email addresses:

[email protected]@state.sd.us

LUMINAIRES

Three copies of the isofootcandle charts and utilization curves shall be furnished to the Engineer for approval. The Contractor must get approval from the Engineer prior to installation of the luminaires.

The approved isofootcandle data for each case shall be used to determine the correct socket position at each site. Each luminaire shall be installed with its lamp socket in the proper position and in a level attitude.

The contract unit price of the new luminaire shall also include removal of the existing roadway luminaire head from the existing pole. All luminaires replaced shall remain property of the DOT. Contractor shall contact [email protected] to obtain information as to where the salvaged lumiaires shall be delivered.

ABERDEEN – US 281 from north of 8th Ave NW north to the Wylie Park Entrance in AberdeenStruc # L03475026 Project No. 000P-151, PCN i3CT

The accepted design for the roadway luminaires shall provide 1.0 and greater average maintained foot-candles and a uniformity ratio (average maintained to minimum maintained foot-candles) of 3:1 and less using the following parameters:

Setback: 19 Ft.Lamp Loss Factor (LLF): 0.7 Width of Lighted Area: 24 Ft.Spacing: 265 Ft.Configuration: One SidedMounting Height: 50 Ft.Lamp: 400W HPS

The following luminaires meet the requirements for this design:

a.) Hubbell: Test No. HP03019.IES High Pressure Sodium,Medium, semi-cutoff, Type III

b.) Cooper Lighting: Test No. OVY4S3E High Pressure Sodium,Medium, semi-cutoff, Type III

Webster – US 12 through WebsterStruc # L22435031 Project No. 000P-151, PCN i3ct

The accepted design for the roadway luminaires shall provide 1.2 and greater average maintained foot-candles and a uniformity ratio (average maintained to minimum maintained foot-candles) of 3:1 and less using the following parameters:

Overhang: 2 Ft.Lamp Loss Factor (LLF): 0.7 Width of Lighted Area: 60 Ft.Spacing: 210 Ft.Configuration: One SidedMounting Height: 45 Ft.Lamp: 400W HPS

The following luminaires meet the requirements for this design:

a.) Hubbell: Test No. HP03019IES High Pressure Sodium,Medium, semi-cutoff, Type III

b.) Cooper Lighting: Test No. OVY4S3E High Pressure Sodium,Medium, semi-cutoff, Type III

000P-152, 000P-151, 000N-151 17 49

BREAKAWAY BASES

A statement is required, signed by a Professional Engineer registered in the State of South Dakota, certifying that the breakaway base devices meet the design requirements, including breakaway and structural adequacy, of the "AASHTO Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals". The physical testing procedures outlined in Section 8 of the Fifth Edition of the Aluminum Association's "Specifications for Aluminum Structures" may be used to establish service limits for structural adequacy certification of aluminum breakaway transformer bases. If requested, test data of production samples to support the certification shall be provided. All breakaway bases that are replaced by this project shall remain the property of the DOT. Contractor shall contact [email protected] to obtain information as to where the salvaged breakaway bases shall be delivered.

TABLE OF FOOTING DATA

Structure #

Footing Diameter

* Footing

Depth

** Spiral Diameter

**Spiral Length

Vertical Reinforcement

L03332002 2’ – 0” 10’ - 0” 1’ - 8” 65’ - 3” 8 - #7 x 9’ – 6”L03332004 2’ – 0” 10’ - 0” 1’ - 8” 65’ - 3” 8- #7 x 9’ – 6”L03331016 2’ – 0” 8’ - 0” 1’ - 8” 54’ - 9” 8- #7 x 7’ – 6”

*Footing depth shall be below ground level.**The size of all spirals shall be #3

The existing footings for structures L03332002 and L03332004 shall be knocked down 3 ft below surface elevation. A junction box shall be installed on top of the existing footing for structure L03332002. The new location for luminaire pole L03332004 shall be 2 ft southwest of the existing footing and shall be located so that the existing electrical cable and conduit to the pole can be reused. Luminaire pole L03332002 shall be relocated to 6 ft south of from its existing location. The existing electrical cable shall be reused from structure L03332001 to the new junction box located at the existing location for L03332002. New conduit and cable shall be installed from the new junction box to the relocated luminaire pole L03332002.

The existing footing for structure L03331016 shall be knocked down 3 ft below surface elevation. A junction box shall be installed on top of the existing footing for structure L03331016. The new location for luminaire pole L03331016 shall be 2 ft east of the existing footing and shall be located so that the existing electrical cable and conduit to the pole can be reused. New conduit and cableshall be installed from the relocated luminaire pole L03331016 to the new junction box. The existing electrical cable and conduit shall be reused from structure L03331015 to the new junction box located on top of the old footing for structure L03331016.

All costs associated with this work including new junction boxes, conduit and electrical cable shall be incidental to the contract price per ft for 2’ diameter footing

All footings that are to be installed will have the current luminaire pole reset back on them. Contractor shall ensure that new anchor bolts along with all other footing accessories shall be furnished in order to reset the existing pole on the new footing.

All anchor rods shall be designed in accordance with the latest AASHTO specifications.

REPLACE BOLT AT LUMINAIRE EXTENSION CONNECTION TO POLE

The Tables of Luminaire/Signal Repair indicate the luminaire poles which require the in place bolts connecting the luminaire extension connection to the pole be replaced with the proper length bolt. In general, the in place bolt is not of sufficient length for full thread engagement and the in place bolt is galvanized.

The Contractor shall be responsible for reviewing the original shop plans and providing the replacement bolts that will provide full thread engagement. This may require working with the original pole supplier to determine the proper length of bolt to install. Existing washers at the connection may be reused if they are in good condition.

All costs associated with furnishing and replacing the bolt and washers at the luminaire extension connection to the pole shall be incidental to the contract unit price per site for MISCELLANEOUS WORK. Each luminaire pole requiring this work shall constitute 1 Site for payment purposes, regardless of the number of bolts requiring replacement.

INSTALL BOLT, NUT AND/OR WASHER

The Tables of Luminaire/Signal Repair indicate the luminaire pole locations which require the installation of bolts, nuts or washers on the base connection or breakaway assembly.

All costs associated with furnishing and installing bolts, nuts and/or washers shall be incidental to the contract unit price per site for MISCELLANEOUS WORK. Each luminaire pole requiring this work shall constitute 1 Site for payment purposes, regardless of the number of nuts and washers installed.

The Contractor shall be responsible for reviewing the original shop plans and working with the original supplier to determine the proper hardware to install at each location.

If the installation of the bolts, nuts or washers requires removal of the luminaire pole from the luminaire base, the Contractor shall be compensated by the contract item REMOVE AND RESET LUMINAIRE POLE in addition to the contract item MISCELLANEOUS WORK.

TIGHTEN BOLT AND/OR NUT

The Tables of Luminaire/Signal Repair indicate the luminaire pole locations which require tightening of bolts and nuts.

Anchor bolts shall be tightened in accordance with Section 635 of the Standard Specifications and the Supplemental Specifications. Transformer bases shall be tightened in accordance with base manufacturer's recommendations.

The Tables of Luminaire/Signal Repair indicate the number of anchor rod nuts that were determined to be loose at the time of inspection. All anchor rod nuts at a pole location requiring anchor rod nuts to be tightened shall be torqued to the proper specifications, regardless of the number of nuts indicated to be loose.

All costs associated with tightening an in place anchor rod nut shall be incidental to the contract unit price per site for MISCELLANEOUS WORK. Each luminaire

pole requiring this work shall constitute 1 Site for payment purposes. If the tightening requires removal of the luminaire pole from the luminaire base, the Contractor shall be compensated by the contract item REMOVE AND RESET LUMINAIRE POLE in addition to the contract item MISCELLANEOUS WORK.

MISCELLANEOUS WORK

The contract item Miscellaneous Work encompasses several items of work as indicated in the various Tables of Luminaire/Signal Repair. Each item of work indicated under the contract item Miscellaneous Work shall constitute one payment of the contract item MISCELLANEOUS WORK. Thus, the Contractor may be compensated several times for the contract item Miscellaneous Work at one pole location.

000P-152, 000P-151, 000N-151 18 49

000P-152, 000P-151, 000N-151 19 49

000P-152, 000P-151, 000N-151 20 49

000P-152, 000P-151, 000N-151 21 49

000P-152, 000P-151, 000N-151 22 49

SIGN CODE SIGN SIZE DESCRIPTION NUMBER

REQUIRED

UNITS PER SIGN

UNITS

G20-2 36'' x 18'' END ROAD WORK 8 17 136R1-1 30'' x 30'' STOP 4 21 84

R3-7R 30'' x 30'' RIGHT LANE MUST TURN RIGHT 2 21 42R8-3 24'' x 24'' NO PARKING (SYMBOL) 2 16 32W1-6 60'' x 30'' ONE DIRECTION LARGE ARROW 1 30 30W3-1 48'' x 48'' STOP AHEAD (SYMBOL) 4 34 136W4-2 48'' x 48'' LEFT OR RIGHT LANE ENDS (SYMBOL) 2 34 68W4-7 48'' x 48'' THRU TRAFFIC MERGE LEFT 1 34 34W20-1 48'' x 48'' ROAD WORK #### FT. OR AHEAD 8 34 272W20-4 48'' x 48'' ONE LANE ROAD #### FT. OR AHEAD 3 34 102W20-5 48'' x 48'' LT. OR RT. LANE CLOSED #### FT. OR AHEAD 2 34 68W20-7 48'' x 48'' FLAGGER 2 34 68W21-5 48'' x 48'' SHOULDER WORK 2 34 68***** TYPE III BARRICADE - 8 FT. DOUBLE SIDED 1 56 56

TOTAL UNITS 1196

If a sign is required on a project and not listed in the above inventory, the units per sign will be determined as follows:Signs 36" x 36" will be measured at 27 units each and signs 48" x 48" will be measured at 34 units each, otherwise: If a sign measures less than 25" high and 25" wide the units per sign will be computed as sign size (sq ft) x 3. If a sign measures between 23H" and 37H" the units per sign will be computed as sign size (sq ft) x 1.2 +15.

ITEMIZED LIST FOR TRAFFIC CONTROL - CONVENTIONAL ROADS

000P-152, 000P-151, 000N,151 23 49

L264

2500

1

L264

2500

2US HWY 12

371

AV

E

134 ST

EDGAR RD

SO

UTH

SH

OR

E D

RW

LA

KE

DR

SD HWY 12 P

Edmunds

Mina Pole Locations000P-152, 000P-151, 000N-151 24 49

L03475039

L03475038

L03475037

L03475036

L03475035

L03475034

L03475033

L03475032

L03475031

L03475030

L03475029

L03475028

L03475027

L03475026

L03475025

L03475024

L03475023

L03475022

L03475021

131 ST

5TH

ST

N

US

HW

Y 2

81 S

US

HW

Y 2

81 N

19TH

ST

N24TH AVE NW

WILLOW DR

387

AV

E

16TH AVE NW

OLI

VE

DR

15TH AVE NW

14TH AVE NW

SPRUCE DR

20TH AVE NW

CE

DA

R D

R

1ST

ST N

4TH

ST

N

20TH

ST

N

2ND

ST

N

3RD

ST

N

CO

UN

TRY

AIR

E E

STA

TES

PARK RIDGE CT

BIR

CH

DR

15TH AVE NW

24TH AVE NW

Brown

Aberdeen Pole Locations000P-152, 000P-151, 000N-151 25 49

L03475020

L03475005

L03475007

L03475009

L03475011

L03475013

L03475015L03475017

L03475019

T03000071

T03000070T0300

0069

T03000068

L03475018L03475016

L03475014

L03475012

L03475010

L03475008

L03475006

US HWY 281 N

US HWY 281 S

5TH AVE N

W

19TH

ST

N

US H

WY

281

S1

Brown


L037

8700

1

L033

3601

3

L033

3601

2

L033

3601

1

L033

3601

0

L033

3600

9

L033

3600

8

L033

3600

7

L033

3600

6

L033

3600

5

L033

3600

4

L033

3600

3

L033

3600

2

L033

3600

1

L037

8600

7

L037

8600

6

L037

8600

5

L037

8600

4

L037

8600

1

L037

8600

2

L037

8600

3

T030

0000

8

T03000006

T03000005

T030

0000

4

T0300

0003T0

3000

002

T03000001

US HWY 12

9TH AVE SW

10TH

ST

S

8TH AVE SW

US

HW

Y 2

81

7TH AVE SW

12TH

ST

S

11TH

ST

S

16TH

ST

S

13TH

ST

S

SE

RV

ICE

RO

AD

14TH

ST

S

17TH

ST

S

15TH

ST

S

12TH

ST

18TH

ST

S

UN

KN

OW

N

PA

RK

VIL

LAG

E R

D

TRA

ILE

R C

OU

RT

RD

10TH AVE SW

15TH

ST

S

UN

KN

OW

N

16TH

ST

S

10TH AVE SW

Brown


L033

3200

3

L033

3200

4

L033

3200

2

L033

3200

1134 ST

US

HW

Y 2

81

SE

RV

ICE

RO

AD

MELGAARD RD SW

Brown


T0300

0075T03

0000

74

T0300

0073

T030

0007

2

L034

8100

1

L034

8100

3

L034

8100

5

L034

8100

4

L034

8100

2

L033

3602

0L0

3336

019

L033

3601

8

L033

3601

7

L033

3601

6

L033

3601

5

L033

3601

4

T0300

0016

T0300

0015

T0300

0014

T03000013T03

0000

12

T0300

0011

T0300

0010

T0300

0009 US HWY 12

3RD AVE SW

4TH

ST

S

8TH

ST

S

3RD

ST

S

2ND

ST

S

5TH

ST

S

7TH

ST

S

4TH AVE SW

5TH AVE SW

9TH S

T S

6TH

ST

S

4TH AVE SW

5TH AVE SW

Brown


T03000024

L03481009

L03481011

L03481010

L03481008

L03481007

L03481006

T03000036

T03000035

T03000034

T03000033

T03000032

T03000031

T03000030

T03000029

T03000028

T03000027

T03000026

T03000025

T03000023

T03000022

T03000021

T03000020

T03000019

T03000018

T03000017

US HWY 12

5TH AVE SE

7TH AVE SE

JAY

ST

S

1ST

ST S

MA

IN S

T S

KLI

NE

ST

S

LIN

CO

LN S

T S

WA

SH

ING

TON

ST

S

7TH AVE SW

5TH AVE SW

Brown


L03333002

L03333001

L03481012

L03481015

L03481017

L03481019L03481018

L03481016

L03481014

L03481013

T03000044

T03000043T03000042

T03000041

T03000040

T03000039

T03000038

T03000037

US HWY 12

AR

CH

ST

S

STAT

E S

T S

DA

KO

TA S

T S

JAC

KS

ON

ST S

7TH AVE SE

PE

NN

ST

S

5TH AVE SE

LLO

YD

ST

S

NICOLLET AVE

PE

NN

ST

S

7TH AVE SE

5TH AVE SE

Brown


L033

3301

1

L033

3301

0

L033

3300

9

L033

3300

8

L033

3300

7

L033

3300

6

L033

3300

5

L033

3300

4

L033

3300

3

T030

0005

1

T0300

0050

T0300

0049

T0300

0048

T0300

0047

T0300

0046

T0300

0045

US HWY 12

7TH AVE SERIVERSIDE DR

HA

RR

ISO

N S

T S

CO

NG

RE

SS

ST

S

5TH AVE SE

LAW

SO

N S

T S

GOODRICH AVE SE

BO

YD

ST

S

HIG

H S

T S

WE

BE

R S

T S

PARK

AVE N

E

HIG

H S

T S

Brown


L033

3101

2

L033

3101

1

L033

3101

0

L033

3100

9

L033

3100

8

L033

3100

7

L033

3100

6

L033

3100

5

L033

3100

4

L033

3100

3

L033

3100

2

L033

3100

1L0

3333

024

L033

3302

3

L033

3302

2

L033

3302

1

L033

3302

0

L033

3301

9

L033

3301

8

L033

3301

7

L033

3301

6

L033

3301

5

L033

3301

4

L033

3301

3

L033

3301

2

T0300

0055

T0300

0054

T0300

0053

T030

0005

2

US HWY 12

3RD AVE SE

RO

OS

EV

ELT

ST

S

GOODRICH AVE SE

PA

RK

ST

S

ILLI

NO

IS S

T S

RO

CK

ST

S

WEL

LS S

T S

HA

RV

AR

D S

T S

GR

AN

D S

T S

MC

CO

Y S

T S

ELM

ST

S

PROSPECT AVE SE

VIVI

AN

ST

S

ME

RTO

N S

T S

4TH AVE SE

WIL

SO

N S

T S

2ND AVE SE

NO

RW

OO

D S

T S

MO

NTR

OS

E S

T S

MO

CC

AS

IN D

R

GR

EE

NW

OO

D S

T S

LAFA

YETT

E S

T S

UNKNOWN

MA

RS

HA

LL S

T S

4TH AVE SE

PA

RK

ST

S

4TH AVE SE

Brown


L033

3101

9

L033

3101

8

L033

3101

7

L033

3101

6

L033

3101

5

L033

3101

4

L033

3101

3

T0300

0059

T0300

0058

T0300

0057

T0300

0056 US HWY 12

7TH AVE SE

LAM

ON

T S

T S

CE

NTE

NN

IAL

ST

S

UN

KN

OW

NBrown


L034

8701

0

L034

8700

9

L034

8700

8

L034

8700

7

L034

8700

6

L034

8700

5L0

3487

004

L034

8700

3

L034

8700

2

L034

8700

1

T0300

0085T03

0000

84US HWY 12

11TH AVE

SD

HW

Y 3

7

1ST

ST

2ND

ST

3RD

ST

MA

IN S

T

12TH AVE

13 AVE

13TH AVE

N B

RO

AD

WA

Y

US HWY 12 E

US HWY 12 W

Brown

Groton Pole Locations000P-152, 000P-151, 000N-151 35 49

L224

3503

8

L224

3503

7

L224

3503

6

L224

3503

5

L224

3503

4

L224

3503

3

L224

3503

2

L224

3503

1

L224

3503

0

L224

3502

9

L224

3502

8

L224

3502

7L2

2435

026

L224

3502

5

L224

3502

4

L224

3502

3

L224

3502

2

L224

3502

1

L224

3502

0

L227

3204

9

L227

3204

8

L227

3204

6

L227

3204

4

L227

3204

7

L227

3204

5

T2200

0008

T2200

0007

T2200

0006US HWY 12

SD

HW

Y 2

5

13TH AVE E

435

AV

E7T

H S

T E

14TH AVE NE

N PARK LN

1ST

ST E

1ST

ST W

UNKNOWN

HOSPITAL DR

5TH S

T E

1ST

ST W

Day

Webster Pole Locations000P-152, 000P-151, 000N-151 36 49

L22732042

L22732043

L22732041

L22732040

L22732039

L22732038

L22732037

L22732028

L22732030

L22732032

L22732034

L22732036L22732035

L22732033

L22732031

L22732029

L22732027

T22000004

T22000003T22000002

T22000001

1ST ST W

12TH AVE E

10TH AVE E

5TH

ST

E

4TH

ST

E

3RD

ST

E

2ND

ST E

11TH AVE E

SD

HW

Y 2

5

8TH AVE E

7TH AVE E

9TH AVE E

6TH S

T E

2ND

ST W

3RD

ST W

7TH AVE W

8TH AVE W

9TH AVE W

1ST ST E

10TH AVE W

ALL

EY

11TH AVE W

4TH S

T W

12TH AVE W

8TH AVE E

5TH S

T E

1ST ST E

Day

Webster Pole Locations000P-152, 000P-151, 000N-151 37 49

L224

7900

1

L224

7900

3

L224

7900

5

L224

7900

7

L224

7900

9

L224

7901

1

L224

7901

3

L224

7901

5

L224

7901

8

L224

7902

0

L224

7902

2

L224

7902

4

L224

7902

6

L224

7902

8

L224

7903

0

L224

7903

1

L224

7902

9

L224

7902

7

L224

7902

5

L224

7902

3

L224

7902

1

L224

7901

9

L224

7901

7

L224

7901

6

L224

7901

4

L224

7901

2

L224

7901

0

L224

7900

8

L224

7900

6

L224

7900

4

L224

7900

2

US HWY 12

446

AV

E

N M

AIN

ST

7TH AVE

W LAKESHORE DR

LOVERS LN

E LAKESHORE DR

3RD

ST

N 3R

D S

T

W SCHOOL RD

2ND

ST

LAK

E S

T

WA

YLA

ND

ST

MOGEN DRE LAKESHORE DR

3RD

ST

Day

Waubay Pole Locations000P-152, 000P-151, 000N-151 38 49

West of Mina

L26425001

000P-152, 000P-151, 000N-151 39 49

Aberdeen

L03332002 – L03332004

L03475026

000P-152, 000P-151, 000N-151 40 49

Aberdeen

L03331016

T03000068 & T03000071

000P-152, 000P-151, 000N-151 41 49

Aberdeen

T03000070

T03000001 - T03000004

000P-152, 000P-151, 000N-151 42 49

Aberdeen

T03000009 – T03000055

T03000056 – T03000058

000P-152, 000P-151, 000N-151 43 49

Groton

T03000084 – T03000085

000P-152, 000P-151, 000N-151 44 49

Webster

L22435031

T22000001 – T22000003

000P-152, 000P-151, 000N-151 45 49

Waubay

Luminaires L22479002 – L22479031

000P-152, 000P-151, 000N-151 46 49

000P-152, 000P-151, 000N-151 47 49

000P-152, 000P-151, 000N-151 48 49

000P-152, 000P-151, 000N-151 49 49

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